RTS H Poles Spec Sheet
2018-12-08
: Pdf Rts-H Poles Spec Sheet RTS-H_Poles_spec_sheet spec products outdoor
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RTS-H SERIES POLES Cat.# Type Job Approvals ROUND TAPERED STEEL APPLICATIONS • Lighting installations for side and top mounting of luminaires with effective projected area (EPA) not exceeding maximum allowable loading of the specified pole in its installed geographic location CONSTRUCTION • SHAFT: One-piece tapered steel with round cross section, Minimum yield of 55,000 psi; Steel base plate with axial bolt circle slots welded flush to pole shaft having minimum yield of 36,000 psi (ASTM A36) Pole shafts taper at .14”/ft. GROUP 1 • ANCHOR BOLTS: Supplied with (4) galvanized anchor bolts with minimum yield of 55,000 psi (ASTM F1554). Galvanized hardware with two washers and two nuts per bolt for leveling • BOLT COVERS: Individual anchor bolt nut covers provided as standard • BASE COVER: Optional two-piece square base cover available • POLE CAP: Pole shaft supplied with removable cover when applicable; Tenon and post-top configurations also available • HANDHOLE: 4” X 6.5” handhole opening with cover and grounding provision. The handhole is located 18” from the base of the pole. GROUP 2 • ANCHOR BOLTS: Supplied with (3) galvanized anchor bolts with minimum yield of 55,000 psi (ASTM F1554). Galvanized hardware with two washers and two nuts per bolt for leveling. Top nut is acorn nut. • POLE CAP: 3” pole top standard; Supplied with removable cover when applicable; Tenon configurations also available • HANDHOLE: 3” X 5” handhole opening with cover and grounding provision. The handhole is located 18” from the base of the pole. Overall Height 10’ - 50’ GROUP 3 • ANCHOR BOLTS: Supplied with (4) galvanized anchor bolts with minimum yield of 55,000 psi (ASTM F1554). Galvanized hardware with two washers and two nuts per bolt for leveling • BASE COVER: Two-piece square base cover supplied as standard. • POLE CAP: Pole shaft supplied with removable cover when applicable; Tenon and post-top configurations also available • HANDHOLE: 4” X 6.5” handhole opening with cover and grounding provision. The handhole is located 18” from the base of the pole. FINISH • Durable thermoset polyester powder coat paint finish with nominal 3.0 mil thickness • Powder paint prime applied over “white metal” steel substrate cleaned via mechanical shot blast method • Decorative finish coat available in six standard colors; Custom colors available, RAL number preferred Handhole 18” POLE CAP TENON BASE COVER BASE DETAIL TOP VIEW ANCHOR BOLT Bolt Square (Outer) 0˚ HEX NUT FLAT WASHER Bolt Square (Inner) Handhole Bolt Circle (Outer) BOLT PROJECTION BASE PLATE FLAT WASHER HEX NUT 90˚ 270˚ Bolt Circle (Inner) OPTIONAL GROUT ENGINEERING OF FOOTINGS BY OTHERS 180˚ ORDERING INFORMATION ORDERING EXAMPLE: RTS H SERIES RTS-H Round Tapered Steel Pole Hubbell Outdoor Reference page 2 for available configurations 20 65 A 2 S2 DB HEIGHT SHAFT THICKNESS MOUNTING DRILL PATTERN FINISH Bottom O.D. Reference page 2 Ordering matrix Reference page 2 Ordering matrix 1 Single arm mount Reference page 2 Ordering matrix S2 #2 2 bolt 3.5” pattern 2 Two fixtures at 180˚ 2L Two fixtures at 90˚ 3T Three fixtures at 90˚ POLE TOP 3Y Three fixtures at 120˚ 4 TA TB TC OT MOUNTING ORIENTATION ACCESSORIES- Order Separately Catalog Number VM2SXX Description 2nd mode vibration damper 1 3.875 .875 3.5 Four fixtures at 90˚ Tenon (2.375” OD) Tenon (2.875” OD) Tenon (3.5” OD) Ø .875 HOLE Ø .563 3 HOLES #2 DRILL PATTERN DB Dark Bronze Textured BL Black Textured WH White Textured PS Platinum Silver Smooth GT Graphite Textured GYS Gray Smooth CC Custom Color Open Top (includes pole cap) SBC OPTIONS GFI 20 Amp GFCI Recep1 tacle and Cover EHH1 Extra Handhole C051 .5” Coupling C071 .75” Coupling C201 2” Coupling MPB1 Mid-pole Luminaire Bracket VM2 2nd mode vibration damper LAB Less Anchor Bolts SBC Square Base Cover Specify option location using logic found on page 2 (Option Orientation) Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 Due to our continued efforts to improve our products, product specifications are subject to change without notice. © 2018 HUBBELL OUTDOOR LIGHTING, All Rights Reserved • For more information visit our website: www.hubbelloutdoor.com • Printed in USA RTS-H POLES-SPEC 10/18 ORDERING INFORMATION Cont. Height Feet Meters Nominal Shaft Dimensions Wall Thickness RTS-H-20-65-A 20 6.1 6.5" x 3.7” .119" 10" 9.5" - 13.0" 12.5" - Square 1" x 36" x 4" 4.25" 187 RTS-H-25-70-A 25 7.6 7.0" x 3.5” .119" 10" 10" - 13.0" 12.5" - Square 1" x 36" x 4" 4.25" 226 Catalog Number Bolt Circle (suggested) Base Plate Square Anchor bolt size Bolt Projection Pole weight Group 1 RTS-H-30-80-A 30 9.1 8.0" x 3.8” .119" 11" 11" - 13.5" 12.5" - Square 1" x 36" x 4" 4.25" 290 RTS-H-35-85-A 35 10.7 8.5" x 3.6” .119" 13" 11.5" - 13.5" 12.5" - Square 1" x 36" x 4" 4.25" 340 RTS-H-39-90-A 39 11.9 9.0" x 3.5” .119" 13" 12.5' - 13.5" 12.5" - Square 1" x 36" x 4" 4.25" 382 Group 2 RTS-H-10-50-A 10 3.0 4.4" x 3.0” .119" 8" 8" 8.5" - Triangular 3/4" x 17" x 3" 3.5" 60 RTS-H-12-50-A 12 3.7 4.7" x 3.0” .119" 8" 8" 8.5" - Triangular 3/4" x 17" x 3" 3.5" 70 80 RTS-H-14-50-A 14 4.3 5.0" x 3.0” .119" 8" 8" 8.5" - Triangular 3/4" x 17" x 3" 3.5" RTS-H-16-50-A 16 4.9 5.2" x 3.0” .119" 8" 8" 8.5" - Triangular 3/4" x 17" x 3" 3.5" 95 RTS-H-18-50-A 18 5.5 5.5" x 3.0” .119" 8" 8" 8.5" - Triangular 3/4" x 17" x 3" 3.5" 110 RTS-H-20-60-A 20 6.1 5.8" x 3.0” .119" 8" 8" 8.5" - Triangular 3/4" x 17" x 3" 3.5" 125 Group 3 RTS-H-25-70-B 25 7.6 7.0" x 3.5” .179" 10.0" 9.5 - 10.5" 10.88" - Square 1" x 36" x 4" 4.25" 280 RTS-H-30-80-B 30 9.1 8.0" x 3.8” .179" 11.0" 10.5 - 11.5" 11.5" - Square 1.25" x 42" x 6" 5.0" 380 RTS-H-35-95-A 35 10.7 9.5" x 4.6” .119" 13.0" 12.5 - 13.5" 13.0" - Square 1" x 36" x 4" 4.25" 370 RTS-H-40-90-A 40 12.2 9.0" x 3.6” .119" 12.5" 12 - 13.0" 12.38" - Square 1" x 36" x 4" 4.25" 355 RTS-H-40-90-B 40 12.2 9.0" x 3.6” .179" 12.5" 12 - 13.0" 12.38" - Square 1.25" x 42" x 6" 5.0" 515 RTS-H-45-10-A 45 13.7 10.0" x 3.7” .119" 13.5" 13 - 14.0" 14.0" - Square 1" x 36" x 4" 4.25" 450 RTS-H-50-10-A 50 15.2 10.0" x 3.0” .119" 13.5" 13 - 14.0" 14.0" - Square 1" x 36" x 4" 4.25" 475 RTS-H-50-10-B 50 15.2 10.0" x 3.0” .179" 13.5" 13 - 14.0" 14.0" - Square 1.25" x 42" x 6" 5.0" 680 NOTE Factory supplied template must be used when setting anchor bolts. Hubbell Lighting will deny any claim for incorrect anchorage placement resulting from failure to use factory supplied template and anchor bolts. Anchor Base Detail 180° 180° Bolt Slots/Holes Bolt Circle 90° Arm 2 As viewed from top of pole. Bolt Square Bolt Slots/Holes Bolt Circle 270° Arm 1 As viewed from top of pole. 90° Arm 2 0°-Handhole Bolt Square EHH - EXTRA C05 - C07 - C20 HANDHOLE COUPLING 270° Arm 1 0°-Handhole VM2 - VIBRATION DAMPER 2ND MODE VM2SXX - VIBRATION DAMPER 2ND MODE BASE COVER 2” -11.5 NPSC Threads VM2S08 – 8' VM2S12 – 12' VM2S16 – 16' VM2S20 – 20' Overall VM2S24 – 24' 3/4” - 14 NPSC Threads 1/2” - 14 NPSC Threads Height 10'-30' VIBRATION DAMPER Factory installed, internal damper designed 2ND MODE to alter pole resonance to reduce movement and material fatigue caused by 2nd mode vibration. Provision for Grounding GFI – 20 AMP GFCI RECEPTACLE & COVER BASE COVER MPB - MID POLE BRACKET Round Steel Pole Round Steel Pole Standard hand hole frame Adapter plate Gasket 20 AMP GFCI Overall 10'-30' AttachmentHeight stub 5” long welded to pole 2” pipe tenon 4.25” tall Field installed, internal damper designed to alter pole resonance to reduce movement and material fatigue caused by 2nd mode vibration. OPTION ORIENTATION Follow the logic below when ordering location specific 18" options. For each option, include its orientation (in degrees) and its height (in feet). Example: Option C07 should be ordered as: RTS-H-20-65-A-DT-DB-C05-0-15 (.5” coupling on the handhole/arm side of pole, 15 feet up from the pole base) 1’DAMPER spacing required between option. Consult factory VIBRATION 2ND MODE for other configurations. Bolt Square (Outer) 18" Wet Locations In-use Cover Height of option in feet 0˚ Bolt Square (Inner) Handhole Bolt Circle (Outer) Bolt Square (Outer) Square (Inner) Arm, 3”0˚ Sq. xBolt13.5” long ships separatelyBolt Circle (Outer) 270˚ * Group 2 & 3 poles Receptacle ordered separately * Group 1 only180˚ 90˚ 270˚ Handhole Bolt Circle (Inner) 90˚ 180˚ Bolt Circle (Inner) TENON For more information about pole vibration and vibration dampers, please consult http://cdn.hubbelloutdoor.com/content/products/literature/literature_files/Pole_Wind_Induced_Flyer_HLOI0022.pdf Due to our continued efforts to improve our products, product specifications are subject to change without notice. TENON Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 Due to our continued efforts to improve our products, product specifications are subject to change without notice. © 2018 HUBBELL OUTDOOR LIGHTING, All Rights Reserved • For more information visit our website: www.hubbelloutdoor.com • Printed in USA RTS-H POLES-SPEC 10/18 ASCE7-05 WIND MAP FLORIDA REGION WIND MAP 130 120 140 130 130 90 90 115 150 90 100 110 120 85 115 150 Wind Map• United States and Canada 140 130 120 140 140 150 Florida region wind map above is based upon 3-second gust winds and the 2017 Florida Building Code 140 160 150 170 160 170 180 Special Wind Region (Consult Local Authorities) 180 140 150 140 ALASKA REGION WIND MAP 90 140 100 130 110 120 150 120 110 100 90 130 *PRINTED WITH PERMISSION FROM ASCE NOTES: • The Wind Map is intended only as a general guide. Always • Values are based on 50 year mean recurrence interval 30’ consult local authorities to determine maximum wind above grade. 90 velocities, gusting and unique wind conditions for each • Hawaii has – an105 105 mph HAWAII mphwind velocity. specific application. • Puerto Rico has a 125 mph wind velocity. PUERTO RICO – 145 mph 130 • CAUTION: Wind speeds and listed EPAs are for ground • Caution must be exercised in determining wind velocities 100 mounted installations. Poles mounted on structures (such in special wind areas such as: as bridges and buildings) must consider vibration and 110 Mountainous Regions coefficient of height factors beyond this general130guide. 120 Areas surrounding the Great Lakes or other large bodies Consult AASHTO standards. 130 of water or open land. • Extreme Wind Events: Hurricanes, Typhoons, Cyclones, or Areas subject to extreme wind conditions, such as Tornadoes expose poles to flying debris, wind shear, and hurricanes, typhoons, cyclones, and tornadoes. other unpredictable aerodynamic forces not indicated by 7-05 wind map EPA Load Rating - 3 second gust wind speedsvelocity ratings. Florida Building Code 2017 EPA Load Rating - 3 second gust wind speeds the wind Areas adjacentASCE to airports. • Pole130 Strength140 Limited150 Warranty: Standard, unmodified Kim Number Any specific area with abnormally Catalog 115 120 130 140 150 160 170 Catalog Number Heighta known 85 or suspected 90 100 110 120 lighting Poles installed as recommended, undamaged by high intermittent wind condition caused by geography, RTS-H-20-65-A 25.0 25.0 25.0 21.5 18.3 15.7 13.6 RTS-H-20-65-A 20 23.1 21.5 17.4 14.4 10.0 8.3 7.0 6.0 corrosion, or lack of maintenance, shall withstand steady adjacent structures, or other specific local conditions RTS-H-25-70-A 25.0 23.0 19.2 16.1 13.6 11.5 9.8 conditions on page 2 (Allowable Pole that may not be recorded in21.2 National Weather RTS-H-25-70-A 25 17.9 14.5 Service 11.8 7.5 wind6.0 5.1 as provided 4.3 EPA). Installation of poles without luminaires, or attachment records. RTS-H-30-80-A 21.1 19.0 15.5 12.8 10.6 8.8 7.3 RTS-H-30-80-A 30 19.5 15.2 12.1 9.8 7.1 5.8 4.8 3.9 of any unauthorized accessories to poles shall void this • Allowable pole EPA for jobsite wind conditions must be RTS-H-35-85-A 17.1 15.3 12.3 9.9 8.0 6.4 5.1 RTS-H-35-85-A 12.7 10.0 lies 8.7 4.2 3.3 2.6 equal to or greater than35fixture14.9 EPA. Responsibility with 5.3 warranty. RTS-H-39-90-A 15.4 13.7 10.8 8.6 6.7 5.2 4.0 the RTS-H-39-90-A specifier for correct39 pole selection based on8.3 AASHTO 13.4 10.6 6.5 4.5 3.3 2.4 1.8 wind map and job location. 180 11.9 8.4 6.0 1.0 3.0 RTS-H-10-50-A 10 22.0 21.5 17.4 14.4 12 10.1 8.7 7.5 RTS-H-10-50-A 21.8 20.2 17.2 14.7 12.7 11.2 9.7 8.7 RTS-H-12-50-A 12 18.8 17.9 14.5 11.8 9.8 8.2 7 6 RTS-H-12-50-A 17.4 16.7 14.2 12.2 10.5 9.0 8.0 7.0 RTS-H-14-50-A 14 17.7 15.2 12.1 9.8 8.1 6.7 5.6 4.8 RTS-H-14-50-A 15.0 14.2 12.0 10.0 8.7 7.5 6.5 5.7 RTS-H-16-50-A 16 16.5 12.7 10 8 6.5 5.4 4.5 3.8 RTS-H-16-50-A 12.2 11.7 9.7 8.2 7.0 6.0 5.2 4.5 RTS-H-18-50-A 18 14.0 10.6 8.3 6.5 5.2 4.2 3.5 2.9 RTS-H-18-50-A 11.1 9.7 8.0 6.7 5.5 4.7 4.0 3.5 RTS-H-20-60-A 20 12.1 8.9 6.8 5.3 4.1 3.3 2.6 2.2 RTS-H-20-60-A 9.2 8.2 6.7 5.5 4.5 3.7 3.0 2.5 RTS-H-25-70-B 25 25.0 22.6 18.1 14.7 12.2 10.3 8.8 7.6 RTS-H-25-70-B 25.0 21.1 17.8 15.2 13.1 11.4 10 8.9 RTS-H-30-80-B 30 25.0 25.0 25.0 21.6 18.1 15.4 13.2 11.4 RTS-H-30-80-B 25.0 30.2 25.7 22.2 19.4 17 15 13.4 RTS-H-35-95-A 35 20.0 17.7 14.1 11.5 9.4 7.8 6.5 5.4 RTS-H-35-95-A 20.0 16.5 13.9 11.8 10.1 8.7 7.6 6.5 RTS-H-40-90-A 40 15.5 13.6 10.6 8.3 6.7 5.4 4.4 3.6 RTS-H-40-90-A 15.5 12.6 10.4 8.6 7.3 6.1 5.2 4.5 RTS-H-40-90-B 40 25.0 25.0 20.2 16.5 13.7 11.4 9.7 8.2 RTS-H-40-90-B 25.0 23.5 19.9 17 14.6 12.7 11.1 9.8 RTS-H-45-10-A 45 12.4 10.8 8.1 6.1 4.8 3.7 2.9 2.1 RTS-H-45-10-A 12.4 9.9 8 6.5 5.3 4.3 3.5 2.9 RTS-H-50-10-A 50 9.5 8.2 5.8 4.2 2.9 2.0 1.2 0.7 RTS-H-50-10-A 9.5 7.4 5.7 4.4 3.3 2.4 1.8 1.2 RTS-H-50-10-B 50 19.2 17.4 13.6 10.7 8.5 6.9 5.5 4.4 RTS-H-50-10-B 19.2 16.1 13.3 11.1 9.3 7.8 6.6 5.6 NOTES • Allowable EPA, to determine max pole loading weight, multiply allowable EPA by 30 lbs. • The tables for allowable pole EPA are based on the ASCE 7-05 Wind Map or the Florida Region Wind Map for the 2017 Florida Building Code. The Wind Maps are intended only as a general guide and cannot be used in conjunction with other maps. Always consult local authorities to determine maximum wind velocities, gusting and unique wind conditions for each specific application • Allowable pole EPA for jobsite wind conditions must be equal to or greater than the total EPA for fixtures, arms, and accessories to be assembled to the pole. Responsibility lies with the specifier for correct pole selection. Installation of poles without luminaires or attachment of any unauthorized accessories to poles is discouraged and shall void the manufacturer’s warranty • Wind speeds and listed EPAs are for ground mounted installations. Poles mounted on structures (such as bridges and buildings) must consider vibration and coefficient of height factors beyond this general guide; Consult local and federal standards • Wind Induced Vibration brought on by steady, unidirectional winds and other unpredictable aerodynamic forces are not included in wind velocity ratings. Consult Hubbell Lighting’s Pole Vibration Application Guide for environmental risk factors and design considerations. http://cdn.hubbelloutdoor.com/content/products/literature/literature_files/Pole_Wind_Induced_Flyer_HLOI0022.pdf • Extreme Wind Events like, Hurricanes, Typhoons, Cyclones, or Tornadoes may expose poles to flying debris, wind shear or other detrimental effects not included in wind velocity ratings Due to our continued efforts to improve our products, product specifications are subject to change without notice. Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 Due to our continued efforts to improve our products, product specifications are subject to change without notice. © 2018 HUBBELL OUTDOOR LIGHTING, All Rights Reserved • For more information visit our website: www.hubbelloutdoor.com • Printed in USA RTS-H POLES-SPEC 10/18
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